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i e 0 0 0 • S • 0 a waervno�o-i�a.iac Douglas R. Taylor, P.E. REQUEST FOR QUALIFICATIONS NO. 14 -07 -02 Weston (Indian Trace Development District) Wastewater Transmission System Modeling and Analysis I Weston. Florida - Through the use of WATERCAD software. Mr. Taylor analyzed the ITDD system consisting of 67 public lift stations and thousands of feet of sanitary force main. Once the existing system was entered into the model. improvements were introduced to increase the overall efficiency of the system, and then we created a five capital improvement plan to implement those improvements. College Avenue Improvements Phase I I Davie. Florida I Project Manager Design and permitting Of 0.60 miles of improvements for the Town of Davie including taking a two lane rural section with poor drainage to a four lane urban section with bike lanes, curbing, median, sidewalk, a new drainage system, lighting, landscaping. and irrigation. Project was permitted through Central Broward Water Control District (CBWCD). South Florida Water Management District ( SFWMD), and Broward County Highway Construction and Engineering Division. Developed pavement marking and signage plans for the project NW 38r^ Street I Oakland Park. Florida I Project Manager Design and permitting for the complete reconstruction of a quarter mile of existing heavily traveled two lane road with failing asphalt and base and poor drainage. The project was permitted through Broward County and the South Florida Water Management District. Hallandale Beach NE Quadrant Drainage Study & Improvements I Hallandale Beach. Florida I Project Manager - There are a number of drainage facilities within the 200 acre project area with limited conveyance capacity and high head loss. Average lowest floor elevations average between 5.5' to 6.5' NGVD, and roadway elevations are approximately 3.7' to 3.9' NGVD within the study area. The conveyance system is subject to the effects of tidal fluctuation: and therefore at times there is virtually no head available to drain the basin. and in addition no water quality treatment was provided. The lack of conveyance capacity within this system has led to 37 Severe Repetitive Loss (RL) properties and the complete inundation of the roadway system for extended periods during storm events of lesser frequency than that required by SFWMD. A new storm sewer collection system was designed and permitted, along with a water quality treatment system for the 200 acre tributary area. FDEP and the Broward County Environmental Resource Department permitted the project and it is currently under construction. City of Oakland Park, Kimberly Lake Flood Mitigation and Water Quality Enhancement Project I Oakland Park. Florida I Project Director - Built out in the late 1970s, the 72 acre Kimberly Lake drainage basin had been an area prone to extreme flooding for a number of years. The City of Oakland Park staff wished to develop alternate solutions to mitigate the flooding issues and present those to the City Commission. Directed surveying, engineering, consensus building. liaison with governmental agencies, and construction related services on the project. The performance of the designed improvements has met and even exceeded original expectations. The system included a storm sewer collection system into the lake and a large outfall structure connecting Kimberly Lake via a 72" concrete storm sewer to the SFWMD C -13 Canal. Water Quality was held in the lake along with a STORMCEPTOR structure just prior to the C -13 discharge. CRAVEN THOMPSON & ASSOCIATES. INC. 1 3563 NW 53« STREET. FORT LAUDERDALE. FL 33309 1 P 954.739.6400 3 1 Page 14